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HomeMy WebLinkAboutPermit File BLD-2018-0280 1604 Latitude Circle (3) see INS 50'-0" Si / / Si FOUNDATION NOTES : 18'-0" 32'-0" / imis / 15'-61•�" / 16'-51t" , LANDED 1. INSTALL PRESSURE-TREATED 2x6 (2x8 RIPPED TO 2x6 WHERE JOISTS 2%" 8'-0" 8'-0" GENTRY HANG) SILL (MINIMUM) W/ 1/2" DIAMETER x 10" ANCHOR BOLT it 3"x3"xl/4" / P.T. 6x6 POST- HOMES AND COMMUNITIES PLATE WASHER m 4'-0" O.C. ATOP FOUNDATION WALL, MINIMUM 2 BOLTS (4 TYPICAL) ^�° PER PIECE 3.5" TO 12" FROM END TYPICAL THROUGHOUT - - j - i P.7, 6x10 BEAM 1 ` P.T. 6x10 SEAM y \ . � _ _ _ — _ — , -I__ __ _ _ _. „`�., , �\ REVISIONS BY: 2. INSTALL 4" PVC DRAIN PIPE BELOW FOOTING e LOW POINT FOR --I---, POSITIVE DRAINAGE DURING CONSTRUCTION. VERIFY PLACEMENT OF 4" O O O CITY OF ANACORTES A 5 - 23 - 19 JR PERFORATED FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE I I PLANNING & BUILDING DEPT A\ 8 - 05 - 19 JR 3. 4x4 POST ON SO* FELT. USE 4x6 POST AT BEAM SPLICE. CONNECT O �� b APPROVED PLANS POST TO BEAM W/ Ix4x16 GUSSET BOTH SIDES OR SIMPSON BC POST Q ' n QS CAP (VERIFY SIZE). CONNECT POST TO FTG, W/ SIMPSON A33 (OR EQ.) c0 PERMIT #: P l-D -2.�JL (`2 p(J NO COORDINATE W/MECH.&ELEC. NAILED TO POST AND POSITIVELY CONNECTED TO CONC. FOOTING ® ® I O ADDRESS: (109 to `/Ati FOR LOCATIONS&SIZES OF BELOW FOUNDATION/SLAB BLOCKOUTS. I• APPROVED tY: ��/jam 9 2. 30x24 CRAWL SPACE ACCESS 4, FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING r 1 PANEL(24x30 MIN)-PROVIDE METAL OR OF 1,500 POUNDS PER SQUARE FOOT \--`. I— -° •a ., a a \ \SUwEtT TO FIELD 9NSPfCTiON. APPROVED PLANS FIBERGLASS WELL AS NECESSARY. INSTALL 1 '° L SHALL NOT BE ALTERED WITHOUT AUTHORIZATION. .1 SOLID COVER SLOPED AWAY FROM BUILDING- OA 2'-6" x 9" CONCRETE FOOTING W/ REBAR PER CANTILEVERED RETAINING I INSTALL 4x8 MIN. BEAM SET ON WALL PLATE D. WALL DETAIL ON SHT. A2.3 • TO SUPPORT WALL ABOVE(OR INSTALL T (STEP PER GRADE) © INTERIOR CRAWL SPACE ACCESS-VERIFY W/ BUILDER Q I 4 I &SEE PLAN) ® 31-4" x 10" CONCRETE FOOTING W/ REBAR PER CANTILEVERED RETAINING .4 O I I I 3. POUR-IN-PLACE FOUNDATION VENTS(OR WALL DETAIL ON SHT, A2.3 (STEP PER GRADE) ® ✓'° I I •° Si 16x6 VENTS IN FLOOR DIAPHRAGM(VERIFY W/ BUILDER). NUMBER PER PLAN. r J o I REMOVED PRESSURE TREATED I a 4. 12"WIDE THICKENED SLAB EDGE. EXTEND CO 4'-4" x 12" CONCRETE FOOTING W/ REBAR PER CANTILEVERED RETAINING A ° ° ° ° I STUD RETAINING WALL NOTE FOR I WALL DETAIL ON SHT. A2.3 (STEP PER GRADE) \ \ \ ° ° ° Al° ° °� ,° 8"BELOW GRADE. '° I ABOVE CONC. RETAINING WALL 1 0 1 5. VENTS TO BE LOCATED WITHIN 2'-0"OF CORNERS. I ° I OD 5'-4" x 12" CONCRETE FOOTING W/ REBAR PER CANTILEVERED RETAININGI aTp I r \ A FLOOR JOISTS: WALL DETAIL ON SHT. A2.3 (STEP PER GRADE) p IA rt._ I N I LAYOUT SHOWN HERE IS FOR 2x FRAMING. IF O 5'-0" x 1'-0" CONCRETE FOOTING W/ REBAR PER BRACED RETAINING •° I i ENGINEERED JOISTS ARE USED, MANU- WALLU1 I 11-lea" 32'-41" I FACTURER SHALL PROVIDE AND SUBMIT DETAIL ON SHT. A2.3 (STEP PER GRADE) p �' f , 4 I °• I I ill ENGINEERED DESIGN TO THE BUILDING 1 I p Q DEPARTMENT FOR APPROVAL PRIOR TO ® 8" CONC. FDN. WALL 4'-1" TO 6'-0° HIGH W/ REBARO \PER CANTILEVERED v 0I I ® r I Q in AND INSTALLATION. RETAINING WALL DETAIL ON SHT. 42.3. STEP PER GRADE (4'-0 MAX.) IF 1 ;'° I —-—- - v- 'N I Q_ W/ PONY WALL ABV. (NOT TO EXCEED 4'-0 ) WHERE NEEDED (VERIFY ill N ,. 111 ON-SITE) 0_ z I °° ` ® -I ii FLOOR SHEATHING: Q Z O I I I 0_ Z 1. USE 3/4"CDX OR OSB STURDI-FLOOR T&G, ® 8" CONC. FDN. WALL 6'-1" TO 8'-0" HIGH W/ REBAR PER CANTILEVERED .9 14-Q LL 1 2 Z O GLUE AND NAIL W/RING SHANK 8d's AT 6" RETAINING WALL DETAIL ON SHT, A2.3. STEP PER GRADE (4'-0" MAX.) sasai O p \ EDGES& 12" IN THE FIELD. FACE GRAIN IllIll ° t 2 ® I 'A I - LL PERPENDICULAR TO SUPPORTS. W/ PONY WALL ABV, (NOT TO EXCEED 4'-0") WHERE NEEDED (VERIFY N > 1 ° ° ° r y �. WIT 2. PROVIDE SOLID BLOCKING IN THE JOIST ON-SITE) \ \ \ I ° ° V Y 4 IA I - I F CAVITY BENEATH ALL POST LOCATIONS I -.� I p I O ` i 1 ` p AND BETWEEN UPPER AND LOWER STUDS O 8" GONG, FDN, WALL 8'-I" TO 10'-0" HIGH W/ REBAR PER CANTILEVERED I I °, I 2 AT FLOOR TO FLOOR HOEDOWN LOCATIONS. RETAINING WALL DETAIL ON SHT, A2.3, STEP PER GRADE (4'-0" MAX.) I '1° 1 I 1 1 O m 3. PROVIDE BLOCKING BETWEEN I-JOISTS AT ° 15'-0Ya 14'-3 'A 1 INTERIOR BEARING LOCATIONS WHERE THERE W/ PONY WALL ABV. (NOT TO EXCEED 4'-0") WHERE NEEDED (VERIFY p .1 0 © OK ,� m IS A LOAD BEARING WALL ABOVE. ON-SITE) 0 I o I I °° 1 O I °• 4. IF ENGINEERED FLOOR JOISTS ARE USED, I I 1 ° it, ° PROVIDE TIMBERSTRAND RIMS WHERE FLOOR JO 10" CONC. FDN. WALL 10'-I" TO 12'-0" HIGH W/ REBAR PER CANTILEVERED Q I i 1 OH 1 r.;;,, r I Q JOISTS BEAR AT EXTERIOR WALLS. RETAINING WALL DETAIL ON SHT. 42.3. STEP PER GRADE (4'-0" MAX.) p I I I2 —-—- - °° d9 5. CONNECTIONS: SIMPSON COMPANY OR EQ. W/ PONY WALL ABV. (NOT TO EXCEED 4'-0 ) WHERE NEEDED (VERIFY 9 ` ° ` , I ° I _ r 1 - ' - \ 6. FIELD CUT ENDS, NOTCHES,AND DRILLED ON-SITE) "� I '° I I F - Q 1 'A I HOLES OF PERSCRIPTIVE TREATED WOOD I I 1 °° m I I SHALL BE TREATED IN THE FIELD IN ACCORDANCE r. O 8" CONC. FDN, WALL 10'-3" TO 12'-0" HIGH W/ REBAR PER BRACED _y+ I °° 1 ° - - - 7n I WITH AWPAM4. RETAINING WALL DETAIL ON SHT. 42.3. STEP PER GRADE (4'-0" MAX.) I I a° 2 I _—_� I �° I FOUNDATION NOTES: Q I ° O O 'A L THESE DETAILS REFLECT LO 4" CONC. SLAB/STEPS (VERIFY FINISH W/ BUILDER) WI NICON FIBER OR w I ,° Q I • . I ® I I A GENERAL HIGHER STANDARD THAN THAT FIBERMESH THROUGHOUT (VERIFY W/ BUILDER) I 1 Cr., / ' \ a" ALLOWED BY THE IRC. THESE DETAILS Q I a°� O © O - -0'�a 20'-3�a INDICATE THE FOUNDATION AND REIN- ® 4" CONC. SLAB W/ NICON FIBER OR FIBERMESH THROUGHOUT (VERIFY n I ,,° I Ill 1 ,- I =r O FORCEMENT REQUIREMENTS FOR THIS W/ BUILDER) SLOPE I/8" PLF MINIMUM TOWARD GARAGE DOOR I , I U_ °° I N O °° I 0' PROJECT. THE CONTRACTOR MAY NOT \ I s• I _i0 1 ,,° USE THE IRC MINIMUMS WITHOUT WRITTEN cp I H ° PERMISSION OF THE DESIGNER. NO THICKEN SLAB TO 6" AT GARAGE DOOR OPENING 4 INSTALL *4 REBAR ''° I > I 1) O I CONTINUOUS 1 ° I 1) 1 °° FASTENERS: I I ° ° © POUR SLAB THROUGH DOOR OPENINGS TYPICAL I ''° 1 e METAL ELEMENTS INCLUDING, I N I ' I CONNECTORS, MUST USE HOT-DIPPED GALVANIZED METAL WHEN IN CONTACT OQ OPTIONAL (VERIFY W/ BLDR.): STUB 12" LONG *4 REBAR 4" INTO CONC. 8. 1 ® ° WITH ACZA PRESSURE TREATED MATERIALS. SLAB FROM FOUNDATION WALL 9 24" O.C. TYPICAL. THICKEN SLAB EDGE H LL 1 1 a [R319.3]-SEE 37/SP1 F NECESSARY) n p Q WI ` J ° ° a . a ° a . ° a . ° a " '� �" ' a " a . a . ° a a . a a ° a \ \ L I ® IC x 8" CONT. CONC. FOOTING BELOW CONC. SLAB W/ (2) *4 REBAR CON \ i ° N ® a l £ 1 bQ A ® I V° ,•° 1 O I 0 /L\ ® 4" CONC. SLAB W/ NICON FIBER OF FIBERMESH THROUGHOUT (VERIFY W/ 01 I I I °° BUILDER) ' I •°° ' a °°� a °• O I ,° \ \ \ \ I ' 1' TO NOT USED L L j ° I I 0 ro Q I J NOT USED ' p. flUcoP Y O O O 'A 'n ® O" x I'-0" x 12" G D SIMPSON CBSQ6 -�S2 (O' QUAD \ N o d° . °�D . o vD . .'" - °,,b . "t° . o °tD . AT° . "t0 . "D . P A 4 Al Lt A I s I I I. I I I I I I A t� I \ \ WO 1'-10" x No" x 8" CONC. PAD FTG, W/ SIMPSON CBSQ66-SDS2 (OR EQUAL) L 1- i i -L. i 1 1 -L _ I •PROVIDE 1"-0" DIA. SONO TUBE W/ SIMPSON CBSQ a66-SDS2 (OR EQ.) ASV. 0 I lI O R O PAD FTG, IF NEEDED (VERIFY ON-SITE) - Idl t L� O ® ® O ® 16" x 6" (MIN.) SCREENED FOUNDATION VENT (14 TYPICAL e LOWER FLOOR `9 SEP 5 �t9 CRAWL SPACE 3 TYP, 9 UPPER FLOOR CRAWL SPACE) -IQ L 01 - L + + \ ;11Y OF ANACQRT+_S \ - \ \ 1 Sys'; 19'-6 " , , Spa" co STUART 3 19'-6" , 21'-0" / 9'-6" / }'-10 ; 16'-3" -1°it; LOWER LEVEL 1 20'-0" 30'-0" / / / 5 FOUNDATION PLAN SLAB FLOOR FOUNDATION FLAN - CRAWL SPACE COASTAL 1 SCALE: 1/4'I = ILO" JOB NO: STUART LOWER LEVEL DESIGNED: LG NOTE: VERIFY FOUNDATION WALL HEIGHTS DRAWN: JR AND FOOTING SIZES PER SITE CONDITIONS. REFER TO RETAINING DATE: 5/07/2019 WALL DETAILS ON SHEET A2.3. SHEET A-2 . 1 WA